CLE-IR 275/SR 32-10.57/01.35
CLE County · est $0.3M
Bid dateThursday, November 5—
CLE County · est $0.3M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 19 more items below.
| Item | Quantity | R1Prus Construction Company | R2Sunesis Construction CO | R3Rack & Ballauer Excavating CO INC | % of bid |
|---|---|---|---|---|---|
| 507E98000 PILING, MISC.:HELICAL PILE WITH ATTACHMENTS | 1,030 FT | $70.00 | $77.01 | $120 | 23% |
| 622E10160 CONCRETE BARRIER, SINGLE SLOPE, TYPE D | 150 FT | $320 | $222 | $290 | 15% |
| 622E25000 CONCRETE BARRIER END SECTION, TYPE D | 5 EACH | $6,000 | $5,150 | $5,100 | 10% |
| 202E30700 CONCRETE BARRIER REMOVED | 220 FT | $120 | $103 | $75.00 | 9% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 34 CY | $750 | $1,235 | $1,150 | 8% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $20,000 | $15,105 | $17,000 | 6% |
| 302E46000 ASPHALT CONCRETE BASE, PG64-22 | 60 CY | $247 |
| Item | Quantity | R1Prus Construction Company | R2Sunesis Construction CO | R3Rack & Ballauer Excavating CO INC |
|---|---|---|---|---|
| 204E10000 SUBGRADE COMPACTION | 181 SY | $7.00 | $6.18 | $18.00 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 302 FT | $2.25 | $2.34 | $2.10 |
| 659E20000 COMMERCIAL FERTILIZER | 0.15 TON | $500 | $500 | $875 |
| 659E31000 LIME | 0.22 ACRE | $200 | $200 | $200 |
| 659E35000 WATER | 6 MGAL | $1.00 | $1.00 | $95.00 |
How to read this. Plan‑pull counts come straight from agency portals. Patterns and confidence scores are derived from comparable lettings (same county, same category, three‑year basis). Confidence is a calibration of past correctness on signals of this shape — not a guarantee of this bid’s outcome. We never round up. More on what Cassandri does →
| $247 |
| $300 |
| 5% |
| 624E10000 MOBILIZATION | 1 LS | $10,000 | $20,900 | $22,000 | 3% |
| 304E20000 AGGREGATE BASE | 52 CY | $170 | $182 | $130 | 3% |
| 202E23000 PAVEMENT REMOVED | 138 SY | $53.00 | $37.72 | $45.00 | 2% |
| 202E38201 GUARDRAIL REMOVED FOR REUSE, AS PER PLAN | 227 FT | $32.00 | $32.00 | $33.50 | 2% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 57 SY | $125 | $196 | $210 | 2% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 3,343 LB | $1.65 | $3.08 | $3.20 | 2% |
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (10 CY | $510 | $509 | $525 | 2% |
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 6 CY | $803 | $803 | $1,250 | 2% |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 60 HOUR | $75.00 | $65.00 | $75.00 | 1% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $1,900 | $1,900 | $1,900 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $3,000 | $2,530 | $3,100 | 1% |
| 659E00500 SEEDING AND MULCHING, CLASS 1 | 1,058 SY | $2.75 | $3.84 | $3.10 | 1% |
| 614E12801 WORK ZONE RAISED PAVEMENT MARKER, AS PER PLAN | 9 EACH | $323 | $328 | $5.00 | 1% |
| 605E11100 6" SHALLOW PIPE UNDERDRAINS | 112 FT | $24.00 | $29.62 | $44.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 33 FT | $40.00 | $32.59 | $49.00 |
| 407E10000 TACK COAT | 9 GAL | $35.00 | $34.02 | $1.00 |
| 407E10000 TACK COAT FOR INTERMEDIATE COURSE | 12 GAL | $27.00 | $26.26 | $1.00 |
| 621E00100 RPM | 12 EACH | $203 | $203 | $205 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 12 EACH | $16.00 | $1.00 | $13.00 |
| 644E00100 EDGE LINE, 4" | 0.06 MILE | $14,990 | $14,990 | $15,500 |
| 644E00400 CHANNELIZING LINE, 8" | 611 FT | $3.70 | $3.70 | $3.85 |
| 645E30000 REMOVAL OF PAVEMENT MARKINGS | 920 FT | $2.15 | $2.15 | $2.25 |
| 614E18600 PORTABLE CHANGEABLE MESSAGE SIGN | 3 SNMT | $900 | $900 | $900 |
| 614E20110 WORK ZONE LANE LINE, CLASS I, 6", 642 PAINT | 0.12 MILE | $7,735 | $7,735 | $7,800 |
| 614E22100 WORK ZONE EDGE LINE, CLASS I, 4", 642 PAINT | 0.12 MILE | $7,925 | $7,925 | $8,000 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 80 FT | $33.25 | $36.21 | $33.25 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $1,500 | $5,060 | $5,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E98000 PILING, MISC.:HELICAL PILE WITH ATTACHMENTS | 1,030 FT | $70 | $72k | 22% |
| 622E10160 CONCRETE BARRIER, SINGLE SLOPE, TYPE D | 150 FT | $320 | $48k | 14% |
| 622E25000 CONCRETE BARRIER END SECTION, TYPE D | 5 EACH | $6,000 | $30k | 9% |
| 202E30700 CONCRETE BARRIER REMOVED | 220 FT | $120 | $26k | 8% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 34 CY | $750 | $26k | 8% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $20,000 | $20k | 6% |
| 302E46000 ASPHALT CONCRETE BASE, PG64-22 | 60 CY | $247 | $15k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $10,000 | $10k | 3% |
| 304E20000 AGGREGATE BASE | 52 CY | $170 | $9k | 3% |
| 202E23000 PAVEMENT REMOVED | 138 SY | $53 | $7k | 2% |